For the same beam and loading case in Figure Q1, where within the cross-section will there always be zero shear stress WHEN CONSIDERING A SQUARE ELEMENT IN THE X-Y ORIENTĂTION (L0. the shear stross acts vertically or horizontally)? Oa One third of the height, measured from the bottom surface. Ob.At the top and bottom free surfaces. Ochn the centre of the cross-section. Od None of the provided answers are correct. Oe Where the offective width of the cross-section changes dramaticaly. Of. R is not possible to say, without further information as the combined effects of bending and shear need to be accounted for.

For the same beam and loading case in Figure Q1, where within the cross-section will there always be zero shear stress WHEN CONSIDERING A SQUARE ELEMENT IN THE X-Y ORIENTĂTION (L0. the shear stross acts vertically or horizontally)? Oa One third of the height, measured from the bottom surface. Ob.At the top and bottom free surfaces. Ochn the centre of the cross-section. Od None of the provided answers are correct. Oe Where the offective width of the cross-section changes dramaticaly. Of. R is not possible to say, without further information as the combined effects of bending and shear need to be accounted for.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

For the same beam and loading case in Figure Q1, where within the cross-section will there always be zero shear stress WHEN CONSIDERING A
SQUARE ELEMENT IN THE X-Y ORIENTĂTION (L0. the shear stress acts vertically or horizontally)?
Oa One third of the height, measured from the bottom surface.
Ob. At the top and bottom free surfaces.
Oc. In the centre of the cross-section.
Od. None of the provided answers are correct.
Oe Where the offective width of the cross-section changes dramatically.
Of. R is not possible to say, without further information as the combined effects of bending and shear need to be accounted for.

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